四川自一里水电站气垫式调压室围岩渗透性评价

结合自一里水电工程气垫式调压室设计厂房区岩体渗透性研究,提出了从定性分析到定量计算与评价,系统刻画岩体渗透性与分区评价,以满足气垫式调压室设计要求的实用方法.该方法以基础地质与水文地质研究为背景,从系统全面的裂隙测量与统计分析中,获取岩体裂隙空间发育规律和裂隙方向、隙宽、迹长、间距和裂隙率等统计特征值,运用裂隙岩体渗透张量理论,得出分布式岩体渗透主值和综合渗透系数;在此基础上,进行岩体渗透性分区与评价.评价得出:花岗岩夹变质砂岩透镜体的厂区岩体渗透性总体随深度变化,受接触带影响局部渗透性呈强弱交替变化;区内裂隙岩体的渗透性分3级,近地表浅层岩体渗透性较强,综合渗透系数为n×100m/d～n×10-1m/d,调压室区为中等～弱渗透性岩体,渗透系数为n×10-2m/d～n×10-4m/d.

在小学音乐课中如何运用渗透性评价

教学评价是课堂教学的重要环节。笔者认为，教师在小学音乐课堂教学中，找准各个环节的评价切入点，对小学生的音乐学习进行渗透性评价，充分发挥评价的激励作用，能有效激活音乐课堂，提高音乐课堂的教学效率。

Characteristics of Chang 2~1 Low PermeabilitySandstone Reservoir in Shunning Oil Field

Characteristics of Chang 21 low permeability sandstone reservoir of Shunning oil field are analyzed and evaluated based on the data of well logging and experiment. The result shows that 1) the Chang 21 low permeability reservoir belongs to the classification of middle-to-fine sized feldspar sandstone, with its components being low in ma- turity, deposited in distributary rivers in the front of the delta; 2) the reservoir is obviously dominated by a low or a very low permeability with a linear variation tendency different from that of the ultra-low permeability reservoir; 3) the spa- tial variation in lithology and physical properties of the reservoir are controlled by the sedimentary facies zones, and 4) the physical property of the reservoir is significantly influenced by clastic constituents and their structure, and the con- stituent of cement materials and their content. The result also shows that the diagenesis action of the reservoir is quite strong in which dissolution greatly modified the reservoir In addition, the inter-granular dissolved pores are the mainly developed ones and the micro-structure is dominated by the combination of middle-to-large sized pores with fine-to-coarse throats. Finally, the radius of the throats is in good exponential correlation with permeability and the seepage capacity comes from those large sized throats.

Analysis and evaluation on seepage stability of Hongxing reservoir dam,Heilongjiang

Hongxing reservoir was constructed on the floodplain of Hulan River in Heilongjiang. The geological problem of the reservoir is the seepage of the dam base and its related seepage stability. The leakage of the reservoir is caused by the water head differences between the upstream and downstream of the dam. Severe seepage could decrease the engineering benefits of the reservoir. Moreover,infiltration function of water will influence the safety of the dam. Through the analysis on the granule constitute and the formation of the dam base,the types of the seepage failure apt to happen were defined and the anti-infiltration and the permissible depression ratio were determined. Using the numerical simulation software GMS,the two-dimension numerical modeling has been carried out to analyze the seepage field of the reservoir. Through the two conditions modeling with concrete impervious wall and no concrete impervious wall,the largest flow rate,single-wide seepage discharge and the max infiltration gradient of the dam base were calculated. According to the permeable depression ratio of the dam base,the seepage stability of Hongxing reservoir dam base was analyzed.

Hydro-mechanical coupling mechanism on joint of clay core-wall and concrete cut-off wall

The joint of clay core-wall and concrete cut-off wall is one of the weakest parts in high earth and rockftll dams.A kind of highly plastic clay is always fixed on the joint to fit the large shear deformation between clay core-wall and concrete cut-offwall,so the hydro-mechanical coupling mechanisms on the joint under high stress,high hydraulic gradient,and large shear deformation are of great importance for the evaluation of dam safety.The hydro-mechanical coupling characteristics of the joint of the highly plastic clay and the concrete cut-off wall in a high earth and rockfill dam in China were studied by using a newly designed soil-structure contact erosion apparatus.The experimental results indicate that：1） Shear failure on the joint is due to the hydro-mechanical coupling effect of stress and seepage failure.The seepage failure will induce the final shear failure when the ratio of deviatoric stress to confining pressure is within 1.0-1.2; 2） A negative exponential permeability empirical model for the joint denoted by a newly defined principal stress function,which considers the coupling effect of confining pressure and axial pressure on the permeability,is established based on hydro-mechanical coupling experiments.3） The variation of the settlement before and after seepage failure is very different.The settlement before seepage failure changes very slowly,while it increases significantly after the seepage failure.4） The stress-strain relationship is of a strain softening type.5） Flow along the joint still follows Darcian flow rule.The results will provide an important theoretical basis for the further evaluation on the safety of the high earth and rockfill dam.

鲁甸6.5级地震灾后恢复重建水电铝项目岩溶发育特征分析

我国是世界上岩溶面积分布最广泛的国家之一,岩溶面积约占国土面积的1/3,岩溶作为复杂并且可能对工程建设和人员安全造成极大危害的不良地质现象,越来越受到工程界和学术界的关注,本文以云南省昭通市鲁甸6.5级地震灾后恢复重建水电铝项目为依托,首先分别从地形地貌、地质构造、地层岩性构成简述了研究区工程地质条件,从地表水、地下水阐述了水文地质条件,分析了研究区岩溶发育特征,并基于岩溶发育情况对场地稳定性影响进行评价,为类似岩溶工程提供参考和借鉴。